CN2072562U - Building steel mould inside shuttering support device - Google Patents

Building steel mould inside shuttering support device Download PDF

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Publication number
CN2072562U
CN2072562U CN90209070U CN90209070U CN2072562U CN 2072562 U CN2072562 U CN 2072562U CN 90209070 U CN90209070 U CN 90209070U CN 90209070 U CN90209070 U CN 90209070U CN 2072562 U CN2072562 U CN 2072562U
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CN
China
Prior art keywords
supports
support
inner formword
shuttering
floor
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Withdrawn
Application number
CN90209070U
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Chinese (zh)
Inventor
李渊河
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Individual
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Individual
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Publication of CN2072562U publication Critical patent/CN2072562U/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning forms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Engaging Elements For Cranes (AREA)

Abstract

The utility model provides an inside shuttering support device for a building steel mould, which mainly comprises a plurality of support posts arranged on the floor surface of a construction storey to be constructed and a compression resisting device against an inside shuttering and between the inside shuttering and the support posts, such as the jack. The utility model is fixed with a lower floor plate which is already structured and completed by an outside shuttering of a building steel mould and abutted on the inside shuttering by the inside shuttering support device to complete the erection of the shuttering, so the utility model can completely avoid the inside shuttering bending because of the side pressure of concrete in the process of grouting execution. Meanwhile, the inside shuttering and the outside shuttering do not need to be punched again, and the interval does not need to be determined between the inside shuttering and the outside shuttering by a spacer.

Description

Building steel mould inside shuttering support device
The utility model relates to a kind of steel form for buildings inner formword and supports device, particularly a kind of device that supports that utilizes simple and easy oil pressure unit (as jack etc.) to support to set up template within the building iron template of finishing.
The inventor once invented a kind of construction formwork, can set up template in the building site very easily, and after concrete grouting finished, its operation of moving back mould was also very easy; Because technology really belongs to innovation, thus obtaining United States Patent (USP) the 4th, 679 respectively, No. 762, and the 4th, 667, No. 923 technology contents is narrated explanation; See also shown in Figure 1, Figure 11 of itself that is above-mentioned United States Patent (USP), we can understand, the template in this building operations, it mainly is to set up inner formword 10 earlier, and then the exterior sheathing 12 of slinging, and makes exterior sheathing 12 borrow the fixing of inner formword 10 and carried; In addition, between inner formword 10 and the exterior sheathing 12 nearly lower ends, in order to interlink, and keep distance between the desire grouting, normally be provided with most spacers (Spacer) 13 between the two, the shape of spacer can resemble shown in the spacer 13 among the figure, shape that also can be shown in spacer 14, no matter but the spacer of which kind of form, it installs essential will boring in template 10 and 12, and is locked.After template erection finishes, comprise the metope 15 that is defined with inner and outer template 10,12, and the floor 17 that defined of template 16, the grouting operation of the concrete that carries out again, but so concrete metope of once-forming and floor.
In above-mentioned building construction process, it is easy to bring into play template erection really, shortens the time of the shut die and the demoulding, makes the advantage that the building time can shorten dramatically.But, the inventor, finds to still have some can improve part at this class template of practice in process of the test, is presented below now:
(1), because construction formwork is as panel with steel plate, and its back is provided with the skeleton support, concrete lateral pressure is very big when grouting, particularly at the nearly base portion place of inner and outer template, tend to cause curving inwardly of inner formword 10 integral panels, and the metope after the moulding that makes becomes not straight, and arc slightly.The inventor finds the maximum displacement that inner formword 10 bends inwards even can reach 5 centimeters, so necessity of being improved certainly will be arranged in actual tests.
(2), as shown in Figure 1, side system relies on the metope 18 of lower floor, so in a single day in the concrete grouting process, when inside and outside template struts because of the lateral pressure that is subjected to concrete under the exterior sheathing 12, because there is spacer 13 to connect between inner and outer template 10 and 12, so no matter the generation template is inside or when outer displacement, all will affect the metope 18 of lower floor, if the structure of this lower floor's metope 20 is firm inadequately, certainly will be destroyed, or damaged the complete of its structure.
(3), the height of common first floor is about three meters, so template is highly quite high; And between the inner and outer template 10,12 in order to guarantee certain interval, and prevent that the lateral pressure because of grouted-aggregate concrete from making among inner and outer template 10 and 12, following spacer segment is changed, so established many spacers 13,14 etc.; The installation of these spacers must be holed on the panel of construction formwork, and the lock(ing) bolt etc. of spacer is locked on the skeleton of punching block, so the engineering that punching block sets up in the building site is still comparatively complicated; Simultaneously, because the essential boring of the panel of punching block also just influences the feasibility that punching block heavily covers use, and greatly reduces the utilization benefit of punching block.
In sum, the main purpose of the utility model promptly is to provide a kind of bracing or strutting arrangement of steel form for buildings inner formword, can guarantee that the template of setting up is unlikely to bend in construction, and can set simultaneously between the inner and outer template every, and do not need will be on the steel panel boring and install spacer additional.
Another purpose of the utility model is providing a kind of device that supports of punching block inner formword, and the lower floor's metope and the floor that cooperate one to finish make the lateral pressure of concrete in the time of not only can bearing grouting between inner and outer template, and will not affect and influence the structure of lower floor.
It is one to have the block that supports of four-limbed that punching block inner formword of the present utility model supports the preferred embodiment of one of device, when floor grouting operation is finished, can be installed in the position that floor preestablishes with supporting block, and pin is stretched in the concrete; Again, the side that supports block is provided with for supporting the bead that block pulls up, and which is provided with screw, can utilize a screw to pass and towards the floor application of force, can will support block jack-up, supports the operation that piece pulls up and finish.
The principal character that the punching block inner formword of the utility model supports device is that being provided with most in abutting connection with peripheral region on the floor of floor of institute's desire building supports Chinese toons, and to support device, as jack etc., support in supporting between Chinese toon and the inner formword, and obtain supporting to arrive in of desirable inner formword.
For reaching above-mentioned purpose, the utility model steel form for buildings inner formword supports technological means and some preferred embodiments that device adopts, now cooperate diagram to be described in detail as follows, in the hope of making your juror other advantage to the utility model, purpose and feature obtain to understand more clearly.
Fig. 1 is the phantom that known construction formwork is set up in the building operations place, in order to the marriage relation of explanation inner and outer template;
Fig. 2 is the stereogram that the utility model steel form for buildings inner formword supports the support Chinese toon of being located at floor in the device;
Fig. 3 is the stereogram that the utility model steel form for buildings inner formword supports the support Chinese toon of being located in the device on the floor;
Fig. 4 is the stereogram of the binding structure at the utility model steel form for buildings inner formword and exterior sheathing top;
Fig. 5 supports the stereogram that supports block of another embodiment of device for the utility model steel form for buildings inner formword;
Fig. 6 is the stereogram that supports block operation when floor pulls up among Fig. 5.
Consult shown in Figure 2ly, in the constructure construction procedure, at shaping metope 21 and floor 22 simultaneously, on surface 23 on the floor 22, project upwards and form most and support Chinese toons 30; Support Chinese toon 30 and can be a cube piece substantially, have a support plane 31 at least, according to institute must need support within template direction and determine that and be used as support plane 31, support and main system for the usefulness that supports that supports device that supports inner formword.What deserves to be explained is, by in the structure of Fig. 2 as can be known, in fact floor 22 is the floor of desiring toward another layer building of building; And this floor and metope 21 are one-body molded person, or first moulding metope 21, then the reshaping floor 22, and make between floor 22 and the wall surface 21 and to form a foolproof one, support Chinese toon 30 and on floor 22, promptly be provided with most simultaneously, the part that supports device of punching block inner formword supports inner formword with as time one deck building the time.
Secondly, see also Fig. 3 and cooperate and consult shown in Figure 4ly, construction formwork comprises an exterior sheathing 40 and an inner formword 41, and its apical margin forms a flange 42 and 43 respectively; Be respectively equipped with the Connection Block 51 and 52 of linkage 50 on the inner and outer template on the flange 42 and 43, more be provided with pair of locking bolt 53 and 54 on each Connection Block 51 and 52, locking bolt 53 and 54 is a square frame shape, the size of square opening is suitable with the cross section of a pitman 55 substantially, and can pass therein for pitman 55, locking bolt 53 and 54 end faces more are provided with a screw 46,57, set a bolt 56,59 in it.We can very simple understanding, utilize pitman 55 to be arranged in the locking bolt 53 and 54, and regulate between two inner and outer templates 41 and 40 every after, bolt 58 and 59 is locked screw 56 and 57, bolt 58 and 59 end will be packed on the pitman 55, end obtains desired binding on inner and outer template 41 and 40 and make, and keeps certain interval; In addition, because linkage 50 can equipment above inner and outer template 41 and 40 have most groups, thus can very make inside and outside 41 and 40 top most groups be arranged equipment securely, so can make inner and outer template acquisition combination securely by ten minutes.
Still see also Fig. 3, also outside projection one flange 44 of side under the exterior sheathing, it utilizes one group of fastening devices 60 that edge is combined with metope 21 and fixes.Fastening devices 60 can be provided with most groups on flange 44, comprise a linking arm 61, and the one end borrows bolt 62 to be fixed on the flange 44, and the other end then is provided with a perforation 63; One bolt block 64 has female threaded hole in it, can imbed in the metope 21; And a bolt 65, pass perforation 63, and be screwed in the female threaded hole of bolt block 64, the side is combined with metope 21 fix.
Still see also shown in Figure 3ly, inner formword 41 belows are provided with a flange 45, and flange 45 is to put in one of floor 22 upper flanges 45 end to be provided with an end face 46, this end face 46 be located on the floor 22 the support plane that supports Chinese toon 30 31 in correspondence with each other; At end face 46 and support and to set up one between the support plane 31 of Chinese toon 30 and support equipment 70, usually can be a easiest hydraulic cylinder or a hydraulic jack, or the general mechanical type jack that cooperates start with screw rod, the piston rod 71 that utilizes the base of hydraulic cylinder or hydraulic jack and can rise props up aforementioned flange end face 46 respectively and supports Chinese toon support plane 31, and the length that piston 71 is stretched out just in time can keep certain interval with exterior sheathing 40 by control inner formword 41.
By template erection situation shown in Figure 3, and the arrangement that inner formword supports device as can be known, because the exterior sheathing of the metope that exterior sheathing 40 common and adjacent institute's desires are in the milk is combined with each other, so exterior sheathing 40 can be resisted sizable concrete lateral pressure.Again, edge under the inner formword 41 because and inner formword support the equipment that supports 70 in the device and support Chinese toon 30 and support mutually, so inner formword 41 also can bear very big concrete lateral pressure, and can not bend or the situation of displacement.
Consult Fig. 5, support the stereogram that supports block in another preferred embodiment of device for the utility model construction formwork inner formword, support block 80 and be a block substantially, rectangle slightly, and from the support plane 81 in its place ahead and backward general plan is skewed, the bottom surface of its body 82 is rearward stretched out the pin 83 of four symmetries downwards, then be provided with in side nearby and rear position respectively on the two sides 84 of body 82 two slightly with the bead 85 and 86 of horizontal plane inclination, be equipped with a screw that runs through 87 and 88 on each bead 85 and 86.
Aforementioned when supporting block 80 when using, mainly be supporting Chinese toon 30 and after use, must be beaten and remove in avoiding Fig. 2 as described above, and support the use of Chinese toon 30, always might be because the structure of grouting when one-body molded when not fine and close, and cause ruined situation when stressed.It is quite different that use supports block 80, it can be in the milk operation when finishing at floor, put one by one and be installed on the floor, the application of force slightly, and make the four-limbed 83 that supports block 80, go deep among the concrete, and make support plane 81 towards the inner formword desiring to support, in case after the concrete setting, promptly fixedly finish; We are realized that, this supports block 80 when when supporting inner formword, and its is can application of force quite big, general because its four pin 83 is to go deep in the concrete, and is rearward to stretch out, so but the application of force sizable degree extremely.
After template grouting operation is finished, desire will support that block 80 is chosen and for heavily covering use, see also shown in Figure 6, generally speaking, if the instrument with crow bar and so on can lever up supporting block 80, but because its pin 83 is oblique going deep in the concrete, so concrete for fear of the infringement floor, the utility model more provides one to be located at four beads 85 that have that support on block 80 two sides 84,86 etc., screw 87 on it, the direction of the direction of 88 grades and pin 83 is roughly suitable, if screw in screw 87 with screw 89, among 88 grades, and facing to the floor application of force, can make supporting block 80 and on floor, levering up.And, because one of screw 89 end is sharp usually, if during facing to the concrete floor application of force, may pierce in the concrete, or on flooring, skid, support block 80 and separate and cause to make with concrete, so support block 80 can be under near bead 85,86 etc. with equipment one backing plate 90, its one side is provided with lobe 91, and can be for firmly grasping with the concrete floor face, another side then supplies supporting of screw 89, and by the effect of screw 89 with screw 87, and can extract in the middle of floorslab concrete supporting block 80 smoothly; The part of only representing bead 85 among Fig. 6, and during practical operation to support block 80 and can steadily extract in order to make, and does not damage floorslab concrete, can there is no harm in simultaneously four groups of bead positions and all be operated by means of screw.This supports piece can heavily cover use.
In sum, the construction formwork inner formword of the utility model supports device, and certain Nover practical, and can reach and make not bending displacement of inner formword needn't be holed on the template, and does not influence the effect of the structure etc. of substrustion, really is a very creation of practicality.
The above only is one of the utility model preferred embodiment, and the personage who is familiar with this skill generally utilizes the various variations of the spirit institute of the utility model, must be contained in the claim of the utility model.

Claims (6)

1, a kind of construction formwork inner formword supports device, be located at inner formword and institute desire construction floor the floor and between, it is characterized in that comprising and support the Chinese toon device on the floor of most the floors of being located at institute's desire construction, and be fixed against the described equipment that supports that supports on the Chinese toon, support template within the construction formwork by the equipment of supporting, and inner formword is not bent or displacement; The described Chinese toon device that supports is a block, and one-body molded with floor, has at least a support plane to support supporting of equipment for aforementioned; The described equipment of supporting is a jack.
2, construction formwork inner formword as claimed in claim 1 supports device, it is characterized in that this equipment of supporting is a kind of hydraulic means.
3, support device as the construction formwork inner formword as described in the claim 2, it is characterized in that this hydraulic means is a hydraulic cylinder, hydraulic cylinder has a piston rod, can prop up inner formword.
4, construction formwork inner formword as claimed in claim 2 supports device, it is characterized in that this hydraulic means is a hydraulic jack, and jack has a piston rod, can prop up inner formword.
5, construction formwork inner formword as claimed in claim 1 supports device, it is characterized in that this supports the Chinese toon device is one to support block, comprises a body, and one end forms a support plane; The one bottom surface is provided with one downwards to several pins more than direction is extended with respect to supporting.
6, support device as the construction formwork inner formword as described in the claim 5, it is characterized in that also being provided with on this body two side faces that supports the piece work most beads.
CN90209070U 1989-06-22 1990-06-19 Building steel mould inside shuttering support device Withdrawn CN2072562U (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US07/369,869 US4949935A (en) 1989-06-22 1989-06-22 Apparatus for positioning and supporting an inner mold panel of a form
US369869 1989-06-22

Publications (1)

Publication Number Publication Date
CN2072562U true CN2072562U (en) 1991-03-06

Family

ID=23457254

Family Applications (1)

Application Number Title Priority Date Filing Date
CN90209070U Withdrawn CN2072562U (en) 1989-06-22 1990-06-19 Building steel mould inside shuttering support device

Country Status (10)

Country Link
US (1) US4949935A (en)
EP (1) EP0404510B1 (en)
CN (1) CN2072562U (en)
AT (1) ATE85390T1 (en)
CA (1) CA2019431C (en)
CZ (1) CZ280056B6 (en)
DD (1) DD297360A5 (en)
DE (1) DE69000859T2 (en)
MX (1) MX172590B (en)
ZA (1) ZA904787B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111910922A (en) * 2020-07-31 2020-11-10 中国建筑第二工程局有限公司 Curved ultra-flat ground formwork support connection structure and construction method thereof

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010069329A (en) * 2001-03-08 2001-07-25 김영림 structure for mounting a mould
US7275731B1 (en) 2004-01-08 2007-10-02 Shinault Edwin K Telescopically adjustable support brace
ES2363655B1 (en) * 2009-01-29 2012-06-22 Juan Suarez Fandiño AUXILIARY ELEMENTS FOR CONCRETE SYSTEMS OF HORMNIGON STRUCTURES
CN102650158A (en) * 2012-04-24 2012-08-29 中天建设集团有限公司 Connecting device used in casting of shear walls in upper and lower layers
CN102926537B (en) * 2012-11-28 2015-01-07 深圳市鹏城建筑集团有限公司 Device for fixing root of external wall formwork

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3006592A (en) * 1959-12-29 1961-10-31 Jr Thomas J Davis Form brace
US3300943A (en) * 1964-04-29 1967-01-31 Albert C Racine Building system
US3428287A (en) * 1967-03-20 1969-02-18 David M Redding Concrete form assembly
US3558095A (en) * 1968-01-10 1971-01-26 Ben D Marks Building wall apparatus
US3797800A (en) * 1971-06-02 1974-03-19 E Loy Portable reusable form for concrete foundations
AT336070B (en) * 1972-04-22 1977-04-12 Maier Josef ROOM FORMWORK
US4052031A (en) * 1975-07-29 1977-10-04 Melfi Samuel T Adjustable concrete form apparatus
DE3442156A1 (en) * 1984-11-17 1986-05-28 Baumann, Wolfgang, 7958 Laupheim Set of structural elements for a foundation shuttering

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111910922A (en) * 2020-07-31 2020-11-10 中国建筑第二工程局有限公司 Curved ultra-flat ground formwork support connection structure and construction method thereof

Also Published As

Publication number Publication date
CS9003077A2 (en) 1991-08-13
EP0404510A1 (en) 1990-12-27
CA2019431C (en) 1994-11-15
ZA904787B (en) 1991-07-31
CZ280056B6 (en) 1995-10-18
DE69000859T2 (en) 1993-07-22
ATE85390T1 (en) 1993-02-15
MX172590B (en) 1994-01-03
US4949935A (en) 1990-08-21
DD297360A5 (en) 1992-01-09
CA2019431A1 (en) 1990-12-22
EP0404510B1 (en) 1993-02-03
DE69000859D1 (en) 1993-03-18

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C06 Publication
PB01 Publication
C14 Grant of patent or utility model
GR01 Patent grant
C15 Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993)
RN01 Renewal of patent term
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee